ๆญฏ์ œ3์žฅ.PDF

Similar documents
ๆญฏ์ œ2์žฅ.PDF

ํŠนํ—ˆ์ฒญ๊ตฌ์˜ ๋ฒ”์œ„ ์ฒญ๊ตฌํ•ญ 1 ์••์ถœ์••์ฐฉ ์„ฑํ˜•๋ฐฉ์‹์œผ๋กœ ์ œ์ž‘๋˜๋Š” ํ”„๋ฆฌ์บ์ŠคํŠธ ์ฝ˜ํฌ๋ฆฌํŠธ ๋ถ€์žฌ์˜ ํ‘œ๋ฉด์ฒ˜๋ฆฌ๋ฐฉ๋ฒ•์— ์žˆ์–ด์„œ, (a)์••์ถœ์••์ฐฉ ์„ฑํ˜•๋ฐฉ์‹์œผ๋กœ ์ œ์ž‘๋˜๋Š” ํ”„๋ฆฌ์บ์ŠคํŠธ ์ฝ˜ํฌ๋ฆฌํŠธ ๋ถ€์žฌ์˜ ์ƒ๋ฉด์— ํ‘œ๋ฉด์ฒ˜๋ฆฌ์šฉ ์ฝ˜ํฌ๋ฆฌํŠธ๋ฅผ ์ถ”๊ฐ€๋กœ ํƒ€์„คํ•˜ ๋Š” ๋‹จ๊ณ„์™€, (b)ํ‘œ๋ฉด์ฒ˜๋ฆฌ์šฉ ์ฝ˜ํฌ๋ฆฌํŠธ์˜ ์ƒ๋ฉด์— ์š”์ฒ ์„ ํ˜•

5-03-ร‚รทยผยผยดรซร€ยฅIลก

2012๋…„ ์ •๋ณดํ†ต์‹  (12.28).pdf

๋ชฉ ๋ก( ็›ฎ ้Œ„ )

02-1๊ธฐ๋ก๋„์ „( )

03-1์˜์—ญํ˜•( )

์ฃผ์ง€์Šค๋‹˜์˜ ์ด ๋‹ฌ์˜ ๋ฒ•๋ฌธ ์„ฑ์ฒ  ํฐ์Šค๋‹˜ ๊ธฐ๋…๊ด€ ๋ถˆ์‚ฌ๋ฅผ ํšŒํ–ฅํ•˜๋ฉด์„œ 20์—ฌ ๋…„ ์ „ ์„ฑ์ฒ  ํฐ์Šค๋‹˜ ์‚ฌ๋ฆฌํƒ‘์„ ๊ฑด๋ฆฝํ•˜๋ ค๊ณ  ์ค‘๊ตญ ์„๊ตด๋‹ต์‚ฌ ์—ฐ๊ตฌํŒ€์„ ๋”ฐ๋ผ ์ค‘๊ตญ ๋ถˆ๊ต์„ฑ์ง€๋ฅผ ํƒ๋ฐฉํ•˜์˜€์Šต ๋‹ˆ๋‹ค. ๋Œ€๋™์˜ ์šด๊ฐ•์„๊ตด, ์šฉ๋ฌธ์„๊ตด, ๊ณต์˜์„๊ตด, ๋งฅ์ ์‚ฐ์„ ๊ตด, ๋Œ€์กฑ์„๊ตด, ํ‹ฐ๋ฒณ ๋ผ์‹ธ์˜ ํฌํƒˆ๋ผ๊ถ๊ณผ ์ฃผ๋ณ€์˜ ํฐ

1 SW

SW

์ถฉ๋‚จ๋„๋ณด ์ œ2072ํ˜ธ

TVHomeShopping_final_report.PDF



์ œ์˜คํŽธ ์˜ ์‹ ์ฃผ

< B3E2B5B520BDC9C0C720BFACBAB820C3D1B0FD2E687770>

???? 1

e01.PDF

ๆญฏTR PDF

02 Reihe bis 750 bar GB-9.03

ํฌ์ฒœ์‹œ์‹œ์„ค๊ด€๋ฆฌ๊ณต๋‹จ ๋‚ด๊ทœ ์ œ 24ํ˜ธ ํฌ์ฒœ์‹œ์‹œ์„ค๊ด€๋ฆฌ๊ณต๋‹จ ์ธ์‚ฌ๊ทœ์ • ์‹œํ–‰๋‚ด๊ทœ ์ผ๋ถ€๊ฐœ์ •(์•ˆ) ํฌ์ฒœ์‹œ์‹œ์„ค๊ด€๋ฆฌ๊ณต๋‹จ ์ธ์‚ฌ๊ทœ์ • ์‹œํ–‰๋‚ด๊ทœ ์ผ๋ถ€๋ฅผ ๋‹ค์Œ๊ณผ ๊ฐ™์ด ๊ฐœ์ • ํ•œ๋‹ค. ์ œ17์กฐ(๊ธฐ๊ฐ„์ œ๊ทผ๋กœ์ž์˜ ๋ฌด๊ธฐ๊ณ„์•ฝ์ง ์ž„์šฉ) 1 ๊ธฐ๊ฐ„์ œ๊ทผ๋กœ์ž ๊ด€๋ฆฌ๊ทœ์ • ์ œ16์กฐ ๋ฅผ ์ œ19์กฐ ๋กœ ํ•œ๋‹ค. ์ œ20์กฐ(์ธ์‚ฌ๊ธฐ๋ก)

์ธ์‚ฌ ๊ทœ์ •


ยฐรญยตรฎ1ยดรœยฟรธ

<4D F736F F D20C1A4B3E2BFACC0E5BFA120B4EBBAF1C7D120C0CEB7C220BFEEBFB520C0FCB7AB5F >

ๆญฏ PDF

2014๋…„ ์—…์†Œ๊ฐœ ์ •์› 4 ๋ฐœ๋‹ฌ์„œ๋ณด์กฐํ›ˆ๋ จ 2013๋…„ ์›์—…์— ์ง„ํ–‰๋˜์—ˆ๋˜ ์ž‘์€ ๋„์„œ๊ด€ ์„ค์„ ํ† ๋Œ€๋กœ ๋ฐœ๋‹ฌ์˜ ๋Œ€ํ•œ ์ง์—…์— ๋Œ€ํ•œ ๊ฐœ๋ฐœ์„ ์œ„ํ•œ ํ›ˆ๋ จ๋“ค์„ ์ง„ํ–‰. 5. ์„ ํƒ์—… ์„ ๊ตฌ์„ฑํ•˜์—ฌ ๋‹น๋“ค์˜ ๋Œ€ํ•œ ์ผ์ƒ์—์„œ ๋ฐ›์•„์™”๋˜ ์ŠคํŠธ๋ ˆ์Šค ํ•ด์†Œ ๋“ฑ ์–‘ํ•œ ์„ ์šด์˜์›. 11 ๋ฌธํ™”์ œ ์˜ ์— ๋Œ€ํ•œ ๊ฑฐ๋ฆฌ

2015 ํŒ๋ก€.๊ธฐ์ถœ ์ฆ๋ณดํŒ ํ…Œ๋งˆ ํ˜•๋ฒ• ์ถ”๋ก๋ณธ.hwp

RVPH020B2M1 IM.9959.

๋งค๋‰ด์–ผ_์›น์šฉ


๋ณธ ๋ฐœ๋ช…์€ ์ค‘๊ณต์ฝ”์–ด ํ”„๋ฆฌ์บ์ŠคํŠธ ์Šฌ๋ž˜๋ธŒ ๋ฐ ๊ทธ ์‹œ๊ณต๋ฐฉ๋ฒ•์— ๊ด€ํ•œ ๊ฒƒ์œผ๋กœ, ์ž์„ธํ•˜๊ฒŒ๋Š” ์ค‘๊ณต์ฝ”์–ด๋กœ ํ˜•์„ฑ๋œ ํ”„๋ฆฌ์บ์ŠคํŠธ ์Šฌ๋ž˜๋ธŒ ์— ์˜จ๋Œ์„ ์ผ์ฒด๋กœ ๊ตฌ์„ฑํ•œ ์Šฌ๋ž˜๋ธŒ ๊ตฌ์กฐ ๋ฐ ๊ทธ ์‹œ๊ณต๋ฐฉ๋ฒ•์— ๊ด€ํ•œ ๊ฒƒ์ด๋‹ค. ์ด๋ฅผ ์œ„ํ•œ ์˜จ๋Œ ์ผ์ฒดํ˜• ์ค‘๊ณต์ฝ”์–ด ํ”„๋ฆฌ์บ์ŠคํŠธ ์Šฌ๋ž˜๋ธŒ๋Š”, ๊ณต์žฅ์—์„œ ์ œ์ž‘๋˜๋Š” ์ค‘๊ณต์ฝ”์–ด ํ”„

<5B B3E BFF C0CF5D20C1F6C0FB20B1E2BBE720C7CAB1E220B1E2C3E2B9AEC1A620B9D720C1A4B4E42E687770>

์ดˆ๊ธฐ ๋งค์‹ฑ ๋ชจ๋ธ ํฌ๊ธฐ: 12 x 9 x 3 ์ธ์น˜ (30.5 x 22.9 x 7.6 cm) ์ถœ๋ ฅ ์‹œ๊ฐ„: 3์‹œ๊ฐ„ 29๋ถ„ ์ƒ‰์ƒ ์žฌํ˜„ ํฌ๊ธฐ: 7 x 6 x 8 ์ธ์น˜ (17.8 x 15.2 x 20.3 cm) ์ถœ๋ ฅ ์‹œ๊ฐ„: 10์‹œ๊ฐ„ 14๋ถ„ ์„ธ๋ถ€ ์„ค๊ณ„ ์—ฐ๊ตฌ ํฌ๊ธฐ: 10 x 10 x

WOMA Pumps - Z Line

<C8ADB7C220C5E4C3EBC0E52E687770>

์‚ฌ์ง„ 24 _ ์ข…๋ฃจ์ง€ ์ „๊ฒฝ(์„œ๋ถ์—์„œ) ์‚ฌ์ง„ 25 _ ์ข…๋ฃจ์ง€ ๋‚จ์ธก๊ธฐ๋‹จ(๋™์—์„œ) ์‚ฌ์ง„ 26 _ ์ข…๋ฃจ์ง€ ๋ถ์ธก๊ธฐ๋‹จ(์„œ์—์„œ) ์‚ฌ์ง„ 27 _ ์ข…๋ฃจ์ง€ 1์ฐจ ๊ฑด๋ฌผ์ง€ ์ดˆ์„ ์ ์‹ฌ์„ ์‚ฌ์ง„ 28 _ ์ข…๋ฃจ์ง€ ์ค‘์‹ฌ ๋ฐฉํ˜•์ ์‹ฌ ์œ  ์‚ฌ์ง„ 29 _ ์ข…๋ฃจ์ง€ ๋™์ธก ๊ณ„๋‹จ์„ <๊ฒฝ๋ฃจ์ง€> ์œ„ ์น˜ ํƒ‘์ง€์˜ ๋‚จ๋ถ์ค‘์‹ฌ

Microsoft Word - ้’้‡Ž่ซ–ๆ–‡_ๆŽ_.doc

์ฃผ์š”๊ตญ ์—๋„ˆ์ง€ Profile ๋ถ„์„_์•„๋ž์—๋ฏธ๋ฆฌํŠธ

<30335FB1E2C8B9B3EDB4DC B0DCBFEFC8A3295FC1A4C0BAC0CC2E687770>

์‚ฌ์žฅ๋‹˜

ๆญฏ์ œ1์žฅ.PDF

< ๋ชฉ ์ฐจ > < ๊ฐ€์ž…์ž ์œ ์˜์‚ฌํ•ญ >... 5 < ์ฃผ์š”๋‚ด์šฉ ์š”์•ฝ์„œ >... 6 < ๋ณดํ—˜์šฉ์–ด ํ•ด์„ค >... 8 < ์ฃผ์š” ๋ฏผ์›์‚ฌ๋ก€ > < ์•ฝ๊ด€์กฐํ•ญ ์•ˆ๋‚ด > ๋ฌด๋ฐฐ๋‹น์ˆ˜ํ˜ธ์ฒœ์‚ฌํ”Œ๋Ÿฌ์Šค์ƒํ•ด๋ณดํ—˜ ์•ฝ๊ด€ ์ œ 1 ๊ด€ ๋ชฉ์  ๋ฐ ์šฉ์–ด์˜ ์ •์˜ ์ œ 1 ์กฐ

<34C2F7C0FC2E687770>

1 n dn dt = f v = 4 ฯ€ m 2kT 3/ 2 v 2 mv exp 2kT 2 f v dfv = 0 v = 0, v = /// fv = max = 0 dv 2kT v p = m 1/ 2 vfvdv 0 2 2kT = = vav = v f dv ฯ€ m

01 ํ‘œ์ง€.qxd

รยพร‡ร•7-1ยผรถรยค

7-2ยผรถรยค

5-5-ร‚รทยผยผยตยฅยธรฐยนร™ร€รยผรถรยค

1-1-4Gร€รŒยตยฟร…รซยฝร…-ยบยธยฐรญยผล

์‚ฌ์—…์ˆ˜ํ˜œ์ž ๊ณ„ ๋ถˆํŠน์ •๋‹ค์ˆ˜ ๋ถˆํŠน์ •๋‹ค์ˆ˜ ๋ถˆํŠน์ •๋‹ค์ˆ˜ ์—ฌ ์„ฑ ๋ถˆํŠน์ •๋‹ค์ˆ˜ ๋ถˆํŠน์ •๋‹ค์ˆ˜ ๋ถˆํŠน์ •๋‹ค์ˆ˜ ๋‚จ ์„ฑ ๋ถˆํŠน์ •๋‹ค์ˆ˜ ๋ถˆํŠน์ •๋‹ค์ˆ˜ ๋ถˆํŠน์ •๋‹ค์ˆ˜ ์˜ˆ์‚ฐ๊ตฌ๋ถ„ ๊ณ„ ์—ฌ ์„ฑ 7(50%) 7(50%) 8(50%) ๋‚จ ์„ฑ 7(50%) 7(50%) 8(50%) 2011๋…„๊นŒ ์ง€๋Š” ๊ฒฐ์‚ฐ ์•ก

~41-๊ธฐ์ˆ 2-์ถฉ์ ์ง€๋ฐ˜

<393031BFE4BEE020BAB8B0EDBCAD2E485750>

<692E E EB4EBB1E2BFC0BFB0C5C2B5BF5FB9FDB7C9BAAFC3B55FC0FCB8C12E687770>

Microsoft PowerPoint - 6. ํ™”์„ฑ์•”_๋…ธํŠธ

๋“ค์–ด๊ฐ€๋ฉด์„œ ๋ณธ ์‹์ƒํ™œ๊ฐ€์ด๋“œ ๋Š” ์—ฌ๋Ÿฌ๋ถ„๊ป˜์„œ ๋ฐ›์œผ์‹  ์‹์ƒํ™œ ํ‰๊ฐ€์ง€์˜ ๋‚ด์šฉ์„ ์‰ฝ๊ฒŒ ์ดํ•ดํ•˜์‹ค ์ˆ˜ ์žˆ๋„๋ก ๊ตฌ์„ฑ๋˜์—ˆ์Šต๋‹ˆ๋‹ค. ์‹์ƒํ™œ ํ‰๊ฐ€์ง€๋Š” ์‹ํ’ˆ์„ญ์ทจ์กฐ์‚ฌ์—์„œ ์‘๋‹ตํ•˜์‹  ๋‚ด์šฉ์„ ๊ธฐ๋ฐ˜์œผ๋กœ ๋ถ„์„ํ•˜์—ฌ ์ฒด์ค‘ํ‰๊ฐ€, ์—๋„ˆ์ง€ ์„ญ์ทจํ‰๊ฐ€, ์‹ํ’ˆ ์„ญ์ทจ ํ‰๊ฐ€, ์˜์–‘์†Œ ์„ญ์ทจ ํ‰๊ฐ€ ๋“ฑ์˜ ๋‚ด์šฉ์„ ํฌํ•จํ•˜๊ณ  ์žˆ์Šต

C ๋ชฉ ์ฐจ I. ์›์ „ํ•˜๋‚˜์ค„์ด๊ธฐ์™€ ์—๋„ˆ์ง€ ์ง„๋‹จ, ์ผ์ž๋ฆฌ ์ฐฝ์ถœ 6 II. ์ฐพ์•„๊ฐ€๋Š” ์—๋„ˆ์ง€ ์ง„๋‹จ ๋ฐ ์ปจ์„คํŒ… ํ™œ๋™ ์ง€์นจ 9 1) ์—๋„ˆ์ง€ ์ง„๋‹จ ํ™œ๋™ 9 2) ํ•„์ˆ˜์‚ฌํ•ญ 10 3) ๊ถŒ์žฅ ์‚ฌํ•ญ 15 III. ์ „๊ธฐ ์š”๊ธˆ์˜ ์ดํ•ด 17 1) ์ฃผํƒ์šฉ ์ „๊ธฐ์š”๊ธˆ 22 2) ์ผ๋ฐ˜์šฉ ์ „๊ธฐ์š”๊ธˆ 23

< BEC7BFECC1F62E687770>

QYQABILIGOUI.hwp

1 1. (,, ) ( ) (,,, )., 1 ( ), ( ) ( ) 30, ( ) , + 1%., 1.

์๋ฉด๋™ ๋ฐฉ๋ฌธ ๊ฐ„๋‹ดํšŒ ๊ฑด์˜์‚ฌํ•ญ(์ด๊ด„).xlsx

#DPK5(PB)(9.8.19)

SGแ„‘แ…ณแ„…แ…ขแ†ซ-แ„’แ…กแ†ซแ„‚แ…กแ†ทแ„Œแ…ฅแ†ท แ„Œแ…ตแ„‚แ…ฉแ„‹แ…งแ†ผแ„‰แ…ฎแ„Œแ…ฅแ†ผ.QXP

14.531~539(08-037).fm

<C3D6BFECBCF6BBF328BFEBB0ADB5BF29202D20C3D6C1BE2E687770>

1.๊ธฐ๋ณธํ˜„ํ™ฉ ์—ฐ ํ˜ m ๋ณธ๋ฉด์€ ์‹ ๋ผ์‹œ๋Œ€ ~๊ณ ๋ ค์‹œ๋Œ€ ์ƒ์ฃผ๋ชฉ์— ์†ํ•œ ์žฅ์ฒœ๋ถ€๊ณก ์ง€์—ญ m ํ•œ๋ง์— ์ด๋ฅด๋Ÿฌ ์žฅ์ฒœ๋ฉด(76๊ฐœ ๋ฆฌ๋™),์™ธ๋™๋ฉด(18๊ฐœ ๋ฆฌ๋™)์œผ๋กœ ๊ด€ํ•  m ํ–‰์ •๊ตฌ์—ญ ๊ฐœํŽธ์œผ๋กœ ์ƒ์ฃผ๊ตฐ ์žฅ์ฒœ๋ฉด๊ณผ ์™ธ๋™๋ฉด์ด ๋ณ‘ํ•ฉํ•˜์—ฌ ์ƒ์ฃผ๊ตฐ ๋‚™๋™๋ฉด (17๊ฐœ ๋ฆฌ,25๊ฐœ

15<C624><D22C><C911><B4F1><ACFC><D559><2460>-2_<AD50><C0AC><C6A9><D2B9><BCC4><BD80><B85D>.pdf

์›”-๋‚ด์ง€-2

-์‹œ๋ฐฉ์„œ ๋ชฉ์ฐจ- 1. ๊ณต ์‚ฌ ๊ฐœ ์š” 1 2. ์ด ์น™ 2 ์ œ 1 ์žฅ. ๊ฐ€ ์„ค ๊ณต ์‚ฌ 8 ์ œ 2 ์žฅ. ๋ชฉ ๊ณต ์‚ฌ 9 ์ œ 3 ์žฅ. ์ˆ˜ ์žฅ ๊ณต ์‚ฌ 10 ์ œ 4 ์žฅ. ์ฐฝ ํ˜ธ ๊ณต ์‚ฌ 21 ์ œ 5 ์žฅ. ์œ  ๋ฆฌ ๊ณต ์‚ฌ 27 ์ œ 6 ์žฅ. ๋„ ์žฅ ๊ณต ์‚ฌ 34 ์ œ 7 ์žฅ. ์ฒ  ๊ฑฐ ๊ณต ์‚ฌ

5 3

<BCF620C3CAB5EE20342D3220B1D7B8B028326E64292DC7D0BBFDBFEB2E706466>

<B9E9B3E2C5CDBFEFB4F5B5EBBEEE20B0A1C1A4B8AE20B1E6C0BB20B0C8B4C2B4D92E687770>

๊ณ„๋‹จ์„ ์˜ค๋ฅด๋‚ด๋ฆฌ๋Š” ํ–‰์œ„ ์ชผ๊ทธ๋ ค ์•‰๊ธฐ( ์ชผ๊ทธ๋ ค ๋›ฐ๊ธฐ) ์–‘๋ฐ˜๋‹ค๋ฆฌ๋กœ ์•‰๊ธฐ ์ด๋Ÿฌํ•œ ๋ฌด๋ฆŽ์— ๋ฌด๋ฆฌ๋ฅผ ์ฃผ๋Š” ์šด๋™์œผ๋กœ ๋ฌด๋ฆŽ์˜ ํ†ต์ฆ์ด ์žˆ๋Š” ๊ฒฝ์šฐ ์ถ”์ฒœ๋˜์–ด์ง€๋Š” ์šด๋™์น˜๋ฃŒ๋ฐฉ๋ฒ•์€ ๋ชฉ์š•ํƒ• ์•ˆ์—์„œ ํ‰์ง€๋ฅผ ๊ฑท๋Š” ๊ฒƒ 3๋ฐ”ํ€ด ์ •๋„ ๊ฑท๋Š” ๊ฒƒ ์ˆ˜์˜์žฅ์—์„œ ๋ฌผ ์†์—์„œ ๊ฑท๋Š” ๊ฒƒ ์ž์ „๊ฑฐํƒ€๊ธฐ ์˜์ž์— ์•‰์€ ์ฑ„ ๋ฌด๋ฆŽ

NCS : ( ) ,. 05., 06., , 07., , 04., , 03., 06., 08.,,,,,,,,,,,,,,

<BAB0C3A5BABBB9AE2E687770>

1127(ยฟยฌยทรกร€รผรรถร€รšยตยฟร‚รทยฐยณยนรŸรยครƒยฅ).hwp

<30342DBCF6C3B3B8AEBDC3BCB33228C3D6C1BE292E687770>

<C3D1C1A4B8AE B0E6BFECC0C720BCF B9AE2E687770>

untitled

๊ณตํ•™๋ฐ•์‚ฌํ•™์œ„ ๋…ผ๋ฌธ ์šด์˜ ์ค‘ ํ„ฐ๋„ํ™•๋Œ€ ๊ตด์ฐฉ์‹œ ์ง€๋ฐ˜๊ฑฐ๋™ ํŠน์„ฑ๋ถ„์„ ๋ฐ ํ”„๋กœํ…ํ„ฐ ์„ค๊ณ„ Ground Behavior Analysis and Protector Design during the Enlargement of a Tunnel in Operation 2011๋…„ 2์›” ์ธํ•˜๋Œ€

4-03-ยณร—ร†ยฎยฟรถร…ยฉ{ยฝรƒยฝยบร…ร›ยบยธยพรˆ

์‹ ์„ธ๊ณ„์ƒํ’ˆ๊ถŒ ๋“œ๋ฆฌ๋Š” ๋ถ„์˜ ๋งˆ์Œ๊ณผ ๋ฐ›๋Š” ๋ถ„์˜ ์ทจํ–ฅ,๋„‰๋„‰ํ•œ ์“ฐ์ž„์ƒˆ๊นŒ์ง€ ์ •์„ฑ๊ป ์ „ํ•ด ๋“œ๋ฆฝ๋‹ˆ๋‹ค. ๋ฐ›๊ณ  ์‹ถ์€ ์ถ”์„ ์„ ๋ฌผ ๋‹ค์–‘ํ•˜๊ณ  ํŽธ๋ฆฌํ•œ ์“ฐ์ž„์ƒˆ์˜ ์‹ ์„ธ๊ณ„์ƒํ’ˆ๊ถŒ ์ข‹์€ ๊ฒƒ๋งŒ ๋“œ๋ฆฌ๊ณ  ์‹ถ์€ ๋งˆ์Œ์„ ๋‹ด์•˜์Šต๋‹ˆ๋‹ค. ๋ฒ•์ธ ๋ฐ ๋Œ€๋Ÿ‰ ๊ตฌ๋งค ๊ณ ๊ฐ์„ ์œ„ํ•œ ํŠน๋ณ„ ํ˜œํƒ, ์‹ ์„ธ๊ณ„์ƒํ’ˆ๊ถŒ ํŒจํ‚ค์ง€ ์ข…๋ฅ˜ ํŒจํ‚ค์ง€

1/036/2006 Palusol engl3spalt A

[์ตœ์ข…๋ณธ]ํ–‡์จ์†Œ์‹์ง€_2009_์—ฌ๋ฆ„ํ˜ธ.hwp

- ํ›„์ฟ ์‹œ๋งˆ ์›์ „์‚ฌ๊ณ ์˜ ์ง„ํ–‰๊ณผ์ • ํ›„์ฟ ์‹œ๋งˆ ์ œ1์›์ „(ํ›„์ฟ ์‹œ๋งˆ ํ›„ํƒ€๋ฐ”๊ตฐ์— ์†Œ์žฌ)์˜ ์‚ฌ๊ณ ๋Š” 2011๋…„ 3์›” 11์ผ ์ผ๋ณธ ๋™๋ถ๋ถ€ ์ง€๋ฐฉ ์„ ๊ฐ•ํƒ€ํ•œ ๊ทœ๋ชจ 9.0์˜ ๋Œ€์ง€์ง„์œผ๋กœ ์ธํ•ด ์›์ž๋กœ 1~3ํ˜ธ๊ธฐ์˜ ์ „์›์ด ๋ฉˆ์ถ”๊ฒŒ ๋˜๋ฉด์„œ ์ด‰๋ฐœ๋˜์—ˆ๋‹ค. ๋‹น์‹œ์— ํ›„์ฟ ์‹œ๋งˆ ์ œ1์›์ „์˜ ์ด 6๊ธฐ์˜ ์›์ž๋กœ ๊ฐ€


ใƒ“ใ‚ธใƒใ‚นๆ—ฅๆœฌ่ชžใ‚ทใƒชใƒผใ‚บใ€ไบบ่ฒกใ€ๅฐฑ่ทๆดปๅ‹•ใƒฏใƒผใ‚ฏใƒ–ใƒƒใ‚ฏใ€้Ÿ“ๅ›ฝ่ชž

NCS : ERP(SAP) ERP(SAP) SW IT,. SW IT 01., 05., 06., 08., 15., , 05. SW IT,,,, SAP HR,,, 4,,, SAP ABAP HR SCHEMA, BSP,

์ •์ฑ…์ถ”์ง„๊ณผ์ • ๋น„๋ง๋ก ์ • ์ฑ… ๋ช… ์„œ๋ถ€๊ฐ„์„ ์ง€ํ•˜๋„๋กœ ๋ฏผ๊ฐ„ํˆฌ์ž์‚ฌ์—… ์ด ์†Œ์š”๊ธฐ๊ฐ„ ๋ฐ ์˜ˆ์‚ฐ์•ก ๊ธฐ๊ฐ„ :2009~2018 ์†Œ์š”์˜ˆ์‚ฐ :5,280์–ต์› (๋ฏผ๊ฐ„์ž๋ณธ 3,900์–ต์›) ์ถ”์ง„๋ฐฐ๊ฒฝ ์šฐ๋ฆฌ์‹œ ์„œ๋‚จ๋ถ€์ง€์—ญ์˜ ๋‚จ๋ถ๋ฐฉํ–ฅ ์ฃผ์š” ๊ตํ†ต์ถ•์ธ ์„œ๋ถ€๊ฐ„์„ ๋„๋กœ์˜ ์ง€ ์ •์ฒด ํ•ด์†Œ์™€ ๋‚™ํ›„๋œ ์ง€์—ญ์˜ ๋„์‹œ์ •๋น„ ์œ ๋„

Orcad Capture 9.x

<์ œ389ํ˜ธ> [3] ๋‚จ๋ถ€๊ณ ์šฉ๋…ธ๋™์ง€์ฒญ, ์„œ์šธIFC ์ž…์ฃผ๊ธฐ์—…๊ณผ ์—…๋ฌดํ˜‘์•ฝ ๊ณต์› ์•ˆ์ „ ํ™•๋ณด๋ฅผ ์œ„ํ•œ MOU ์ฒด๊ฒฐ ๋‚จ๋ถ€๊ณ ์šฉ๋…ธ๋™์ง€์ฒญ์€ 8์›” 23์ผ ๋‚จ๋ถ€์ง€ ์ฒญ ํšŒ์˜์‹ค์—์„œ ์˜๋“ฑํฌ๊ตฌ ์—ฌ์˜๋„ ์†Œ์žฌ ์„œ์šธ IFC(๊ตญ์ œ๊ธˆ์œต์„ผํ„ฐ) ์ž…์ฃผ๊ธฐ์—… 2๊ฐœ์†Œ์™€ ์—… ๋ฌดํ˜‘์•ฝ์„ ์ฒด๊ฒฐํ–ˆ ์ด๋ฅผ ๊ณ„๊ธฐ๋กœ ๊ธฐ๊ด€ ์ƒํ˜ธ๊ฐ„

PSATยฟยนรยฆรรฝ รˆยจร†รคร€รŒรรถ ยฐร”ยฝรƒ (ยผรถรยค_200210) .hwp


ํŠนํ—ˆ์ฒญ๊ตฌ์˜ ๋ฒ”์œ„ ์ฒญ๊ตฌํ•ญ 1 ์•ต์ปค(20)๋ฅผ ์ด์šฉํ•œ ์˜น๋ฒฝ ์‹œ๊ณต์— ์‚ฌ์šฉ๋˜๋Š” ์˜น๋ฒฝํŒจ๋„์— ์žˆ์–ด์„œ, ๋‹จ์œ„ํŒจ๋„ํ˜•ํƒœ์˜ ํŒ ํ˜•ํƒœ๋กœ ๊ตฌ์„ฑ๋˜๋ฉฐ, ๋‚ด๋ถ€ ์ค‘์•™๋ถ€๊ฐ€ ํ›„๋ฐฉ ํ•˜๋ถ€๋ฅผ ํ–ฅํ•ด ๊ธฐ์šธ์–ด์ง€๋„๋ก ๋Œ์ถœ ํ˜•์„ฑ๋˜์–ด, ์ „๋ฉด์ด ์˜ค ๋ชฉํ•˜๊ฒŒ ๋“ค์–ด๊ฐ€๊ณ  ํ›„๋ฉด์ด ๋Œ์ถœ๋œ ๊ฒฐ์†๋ถ€(11)๋ฅผ ํ˜•์„ฑํ•˜๋˜, ์ด ๊ฒฐ์†๋ถ€(11

๊ฐœ๋…๋ฐœ์ „(4-1)ํ•ด์„ค(01~37)ok

kict zine contents Korea Institute of Civil Engineering and Building Technology 3D ํ”„๋ฆฐํ„ฐ์™€ ๊ฑด์„ค๊ธฐ์ˆ  04 Prologue 3D ํ”„๋ฆฐํ„ฐ๊ฐ€ ๋ณด์—ฌ์ค„ ์ƒ์ƒ ๊ทธ ์ด์ƒ์˜ ์„ธ์ƒ 2015 january / Februa


2.pdf

๊ด€ํ›ˆ์ €๋„106ํ˜ธ๋ด„_๋‚ด์ง€

์•ฝ์„ ์‹๋ฃŒํ•™์˜ ๋‚ด์šฉ ์Œ์‹์–‘์ƒ( ้ฃฎ ้ฃŸ ้คŠ ็”Ÿ ) ์Œ์‹์น˜๋ฃŒ( ้ฃฎ ้ฃŸ ๆฒป ็™‚ ) ์Œ์‹์ ˆ์ œ( ้ฃฎ ้ฃŸ ็ฏ€ ๅˆถ ) ์Œ์‹์˜๊ธฐ( ้ฃฎ ้ฃŸ ๅฎœ ๅฟŒ )

Transcription:

3 3.1 ( ) ( ).....,.,..,,... Schuster,, 4 2 18 ).. 2 5 9 )...,. - 49 -

3.2 3.2.1 Schuster 2 18 ) (Drainage), (Slope modification ), (Earth butresses ) (Earth retention systems ) 4. 25 9 ) ( ) ( )..... 14 7,148 ) 3.1-50 -

3.1 147,14 8 ).,.. 3.2.2.,........ (1).,.,.. 2 0,3 5,4 9 )., - 51 -

..,.. New Zealand Clyde. 13 0 ),,,. (a) (b) 3.2 (2 ),., 18,3 5,5 2 ). (precast concrete block). - 52 -

(a) 3.3 (b ) (3 ),,, 4,2 1,2 2,5 3,55 )... Seed spray T ex sol.. (a ) Seed Spray (b) T ex sol (c) Shotcrete 3.4-53 -

(4 ). 3 7,38 ). ( ) ( ), ( )..,.,..,,,,,.... 3.2.3...,,,,,,.,. (1) - 54 -

18,5 7 ) ( 3.5 ). ( 3.6 ).,,,.., 3.5 3.6-55 -

(2 ). 7,18 ) ( 3.7 ),.....,. (3 ). (Passive pile). 7,2 0,2 4,30,5 1 )..,,,,. 2.8., H, PC, PHC. Micropile. (4 ) 5,6,2 0 22 )..( 3.9 ) - 56 -

3.7 3.8 3.9 3.10 Soil Nailing... 3.10-57 -

Soil nailing. (5 ) 17,35,55,5 9 ).,.,. L, T 5 9 ) (Geoweb,Gabion ). 55 ). 8 ) (a) (b) 3.11 (6 ) (Jet grouting ) 17,3 5,37,38,5 9 ). - 58 -

.. (CCP ), 2 (JSP ) 3 (SIG ) 3 2 3. 3 7,3 8 ) 3.12 3.3.., ( ),..,... - 59 -

3.3.1 (1) 18 2 0,2 4,28,30,5 0,5 1 ). 19,20,2 4,2 5 ) 19,5 1 ). 5. 5 1 ). 4 1993.8.10. 1 ),. 1:1 5m 1m. 1993.8.1 8.10 10 270mm 17mm., ( ).,., 10m, 25m, 4.2m, 1:3.2. N27W N50W 1 : 1. (, ), (T oppling Failure)... 3.13. - 60 -

3.13 3.14-61 -

2 ) (Bedrock ) (Mesozoic Era Cretaceous Period) (Andesitic T uff) (Andesite), (Acidic Dike) (Felsite Dike).. (Lava flow ), (Aphanitic) (Ground mass) (Phenocrysts). (Porphyritic texture),,, (Pyroxene)., (Gully ),. 3.14., ( 4 m ),,. 3 ). 8 7 8 10.., 8 7 9 3 100mm. 8 10 100mm. 17 mm/ hr 48 101mm.. 5-62 -

(W etting front ).. ( r u ) 0.53. (4 )., SPILE (Ver.1.0).. 1.0 1.3. 3.15. H - 300x300x 10x 15 H 1.5m - 2.0m 2.0m 2.0m. 3.15-63 -

.. H ( = 450mm ) H. H H. (2 ) 10,2 1,2 8,4 6,5 0 ).. D. 2 1 ) 1 ) D 3.16.,.,,. 2 ).. 2-3m 3-4m, 2-3m, 2-3m.. -,,.. - 64 -

..,,,.. 3 ) 3.17 3.18.. ( 85 100 100) ( 19) 200 200 ( ).. 3m 3m 1.0m 2m 1. ( 3.9 ) 727. 40mm ( 25mm ) 3-4m 300 300 10,.. 2m 3m 270. 76m/ m, 12m ( 5.0m, 7.0m ) 12.7m/ m 4 300 300 20 40T on. 50mm PVC 2m 50-100mm 50. - 65 -

3.16 3.17-66 -

3.18 (3 ). 8,17,3 5,4 9,5 3 ).. ( 3.19(b) )., 1980 1981. 3 5 ) 1 ) 2.5 15m, 80m. 50 60%. 20m 15m - 67 -

. 50m 60m, 33m. 11m 40m ( 3, 3 ).( 3.19 ) (a ) (b ) 3.19-68 -

1980,1981. 1980 7 22.., 1981 6 2. 2 ) 50 70%,. 15 20m 3 17m.. 3 ) 1980 7 22 200 84.7mm, 1 209.1mm. 1.. 2. 2 1. 1981 7 111.6mm 42.8mm.. 4 ) 1. 20cm, 1,880m 2 11m 40m. 2 2. - 69 -

( =150mm, L=3m ) 180.. 1 4m ( 3.20 ) (a) (b) 3.20-70 -

.. 3.21 (Geow eb, Gabion ).. 53 ) 3.21 1:1.05 1:1 2. 1:1 1:1.05... 1.3m 12.8m 5 5 1:1.05..,. ( 3.22 ) 3.21-71 -

3.22 (4 ) 3.23. 3.23. 18 ) 3. 20 22. 1984 3 1. 3.23-72 -

.. 1987,7,30. 2. 1988 4 1:1.( 3.23 ) (5 ) 3.24. 18 ) 1 ) 20m ( 3.24 ). 5m 1:1. 1985 5.4-5.6(3 ) 274mm 83m 13 (D- D ) 7 5. 3.25. (2 ),,,.,. (3 ) 89m 55-65m 1:2. ( 3.26 ) - 73 -

3.24 3.25-74 -

3.26 (6 ) 3.27. 3 7,3 8 ) 1 ). 1:1, 1:0.3, 1:1.5... ( 3.27 ) - 75 -

3.27 2 ),,,... 3 ),,,.... - 76 -

4 ). Cement Paste 200kg/ cm 2 ENERGY. 3.28.. C.T.C 2.0m C.T.C 1.8m ZIG- ZAG 3.28 1m. 3.28-77 -

3.3.2 (1) 3.29. 4 1 ) 1985.5.4-5.7(4 ) ( : 194mm ). ( 3.29 ) 3.29 3.30-78 -

. ( 3.30 ) (2 ) 3.31. 4 1 ) 1 ) 1980.9.9-9.12 ( 102mm ) 3.31. 3.32 15m, 4m, 12m. 3.31. T,,,.. 3.31-79 -

3.32 3.33-80 -

2 ) U,.( 3.32 ) 3.33 2 66 1 90.. 3.3.3,.,, Nailing,. 6,7,11,4 6,4 8,5 0,5 4,59 ). (1) 3.34. 3.34. 8.1m - 12.1m 4m. 1:1.2, 1:2.8. 2 14KN/ m 2, 37KN/ m 2. 100mm PVC.. - 81 -

3.34 (2 ) 3.35 58,59 ). 1 ) 629m 1414mm 300mm. 1987 20 2. 3.26. 1:0.5, 1:1 3.36 1:0.5 50. - 82 -

3.35 3.36-83 -

2 ),. 150m. N 35 E.( 3.35 ) 100m. 3.35 Gouge 10m. 5-10cm (3 ) 3.28. 3.37-84 -

(3 ) (M icro P ile ) 3.38 (Micro Pile), Nailing. 6,7 ) 1 ), 1:1.2-1:1.5, 1:1.2, 1:0.5.... 280m 15-35m 1:1.2. 3.38-85 -

2 ).. Nailing Micro Pile. 3.38. 3.39., 1:0.5, 1:1.2 1:1.5 ( 25mm ) 2m, 1-1.5m. 3.40 (Micro Pile) Nailing Rock Bolt.. 3.39 Nailing - 86 -

, 3.40(a) 2 4. Micro Pile 0.8m, 9.3m 3.40(b ). 3.40 (a) 3.40 (b) - 87 -

, 3.40(b) 2 0.8m, 0.5m 2.. Nailing Rock Bolt,, 10cm, 6cm. 2 3.41. Nailing. Nailing 2.5-3.0m, 1.0-1.5m. (Micro pile). 3.41 2-88 -

, Nailing (Micro pile) 1 2.,. 2 42.83m 3. (4 ) N ailin g 3.42 Nailing. 5 ) 1 ) 1992.6-1992.11 220m 25-30m 1:1.2 1:0.3, 1:0.5, 1:1.2.. 2 ) 1:2 Nailing. Rock Bolt 3.42. 1m 2 2, 2.0m, 1m 2 2, 3.0m, 1m 2 1.43, 3.0m 3,000. ( 25mm ) 2-3m 150x 150x5. - 89 -

3.42-90 -

,. 6.0cm. (5 ) 3.43. 1 ) 70m, EL.135m.( 3.43 ) 5-9m. 3.43-91 -

2 ) (389m ), (474.8m ) 4.,.,,., 0.6-3.6m 0.5-0.7m.,,. 14-14.05m, 19.5-19.66m 5-16cm. 3 2. 3 ) N78W/ 76 SW... 3.44-92 -

4 ) 3.44 L=120m, H =6-20m 109 34 ( 30m ) 107.8t, 5 27m. 3.45. 1:2 4-6m..,. 3.45-93 -

3.4. 3 3.1...,.....,. - 94 -